K:\35

2\063

918 -

COT

A Fie

lds A

venu

e\Con

forme

d Set\

1 - su

bmiss

ion\P

P_CO

TA F

ields

Ave

_C7.0

6.dwg

6/19/2

019 1

1:00 A

M

DRAWING NO.

DATES AND REVISIONS

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN IN

CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF

THE ARCHITECT. ALL RIGHTS ARE

HEREBY SPECIFICALLY RESERVED.

© 2018 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date/Description

RLB NO.:

CHECKED BY:

DRAWN BY:

A

R

C

H

I

T

E

C

T

S

S

R

E

E

N

I

G

N

E

C

R

O

N

S

T

R

U

C

T

IO

N

M

A

N

A

G

E

R

S

1300

0 Sha

ker B

oulev

ard /

Clev

eland

, Ohio

441

20Ph

one:

(216

) 491

-930

0 F

ax: (

216)

491-

8053

www.

rlba.c

om -

ema

il@rlb

a.com

RICH

ARD

L. BO

WEN

+ AS

SOCI

ATES

INC.

COTA

Fiel

ds A

ve R

enov

ation

8966

1333

Fiel

ds A

veCo

lumbu

s OH,

4321

5-30

76

07/30/18 /SD PREVIEW08/08/18 /SD PREVIEW 208/14/18 /SD SUBMISSION10/31/18 /DD PREVIEW11/28/18 /85% DD12/06/18 /DD SUBMISSION02/13/19 /CD PREVIEW02/28/19 /BID PERMIT SET

DETA

ILS

DBM

TJR

C7.06

STRAIGHT CURB

FRAME

03/15/19 / ADDENDUM #2

JOINT

ISOLATION JOINT

FRAME

JOINT (TYP)

ISOLATION JOINT

ISOLATION JOINT

ISOLATION JOINTPLAN

04/19/19 / REBID REVIEW

04/30/19 / REBID SET

06/24/19 / CONFORMED SET

MAX 8'-0"

C7.07

4

TYP

1

C7.07

_________________________

1

_________________________

5_________________________

5_________________________

5"M

IN

.

MAX 8'-0"

DRILLED

SHAFT (TYP UNO)

(SEE SCHEDULE)

FACE OF

PROPOSED

ROAD

C7.07

3

TYP

C7.07

C7.07

C7.07

MA

X 8'-0"

FRONT FACE OF WALL

PRECAST

CONCRETE

LAGGING

SOLDIER PILE

PRECAST CONCRETE LAGGING 4" BEARING

LENGTH (MIN)

SHIM AS REQUIRED

C SOLDIER PILE

L

C SOLDIER PILE

L

8"

EQ EQ

#7@9" BOTH SIDES

#4@12"

8"

3/4"X3/4" CHAMFER

1"1"

NEOPRENE PAD

BETWEEN PANELS

FRONT FACE

OF WALL

PRECAST

CONCRETE

LAGGING

PRECAST

CONCRETE

LAGGING

4'-0

" M

AX

PRECAST CONC

LAGGING

PREFABRICATED

GEOCOMPOSITE

DRAIN

PLACE GEOTEXTILE FABRIC

TOWARDS PRECAST PANEL

WRAP BOTTOM FULL LENGTH

OF DRAINAGE COMPOSITE

WITH CLASS 1 GEOTEXTILE

4" DIA PVC WEEP HOLE

MIDWAY BETWEEN EACH

PAIR OF SOLDIER PILES AT

2% SLOPE

PLACE POLYMERIC CORE

TOWARDS PANEL

18"X18" CLASS 1 GEOTEXTILE

OVER WEEP HOLE ATTACHED TO

PRECAST

CUT 4" DIA OPENING IN

POLYMERIC CORE TO

MATCH WEEP HOLE

10

"5

"

0"

(TYP)

FRONT FACE OF WALL

5"

FINAL GRADE

SEE CIVIL

FRONT FACE OF WALL

PROPOSED FINAL

GRADE. SEE CIVIL

SHAFT

DIA

SOLDIER PILE

DRILLED CONCRETE SHAFT

SEE DETAIL 7 ON C7.07

MIN SHAFT TIP ELEVATION

(SEE SCHEDULE)

TEMP EXCAVATION

GRADE, SEE CIVIL

EXISTING GRADE AT

REAR FACE OF LAGGING

TOP OF WALL ELEVATION

(SEE SCHEDULE)

8"

PRECAST

CONCRETE

LAGGING

C SOLDIER PILE

SEE SCHEDULE

ON C1.10

L

TOP OF DRILLED SHAFT

FACE OF

SOLDIER

PILE

+/- 2" GROUT LEVELING

PAD (AS REQ'D)

WEEP HOLE

SEE DETAIL 6

ON C7.07

FLO

WA

BLE

F

ILL

FENCE

SEE DETAIL 8

ON C7.07

TEMPORARY CASING

(AS REQUIRED)

S

H

A

F

T

D

I

A

M

E

T

E

R

(

S

E

E

S

C

H

E

D

U

L

E

)

SOLDIER PILE

SEE SOLDIER PILE

SCHEDULE

C

L

SOLDIER PILE

PRECAST CONCRETE LAGGING

8"

PREFABRICATED

GEOCOMPOSITE

SHEET DRAIN

4" BEARING

LENGTH (MIN)

FRONT FACE OF WALL

C SOLDIER PILE

L

C SOLDIER PILE

L

SEE SECTION FOR

REINFORCEMENT

SHEET NOTES:

1. SEE SOLDIER PILE SCHEDULE ON DRAWING NO. C1.10 FOR SOLDIER PILE

AND RETAINING WALL.

2. ALL SOLDIER PILE SECTIONS, NOTED IN THE SOLDIER PILE SCHEDULE ARE

TO BE ASTM A572, GRADE 50, HOT DIP GALVANIZED PER ASTM A123.

3. CONCRETE FOR PRECAST CONCRETE LAGGING SHALL BE F’C=5,000 PSI MIN.

4. DRILLED SHAFT CONCRETE TO BE F’C=4500 PSI MIN.

5. GROUT FOR GROUT PAD SHALL BE NON-SHRINK NON-METALLIC GROUT,

TYPE II (SULFATE RESISTANT).

6. ENCASEMENT CONCRETE ABOVE TOP OF SHAFT ELEVATION SHALL BE

FLOWABLE FILL.

7. CONTRACTOR IS RESPONSIBLE FOR ALL LIFTING DEVICES, LIFTING DEVICES

SIZING, LIFTING DEVICE PLACEMENT, EMBEDMENT AND RIGGING OF

PRECAST CONCRETE RIGGING.

8. EXPOSED LIFTING DEVICES SHALL BE CUT OFF AFTER PRECAST LAGGING IS

SET AND GROUTED.

SOLDIER PILE AND LAGGING NOTES:

1. LIMITED ROOM IS AVAILABLE FOR INSTALLATION OF SOLDIER PILES, WOOD

LAGGING, PRECAST CONCRETE LAGGING AND EXCAVATION.

2. CONTRACTOR IS TO SURVEY/REVIEW WORK SITE LOCATIONS FOR

INTERFERENCES FROM OVERHEAD WIRES AND BURIED CONDUITS.

3. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION INCLUDING BUT NOT LIMITED TO EXISTING RETAINING WALL

DIMENSIONS.

4. DO NOT SPLICE PILES.

SOLDIER PILE AND LAGGING PROPOSED SEQUENCE NOTES:

1. DRILL SHAFT AND INSTALL SOLDIER PILES.

2. FILL DRILLED SHAFT WITH CONCRETE TO TOP OF DRILLED SHAFT ELEVATION.

3. FILL VOID ABOVE DRILLED SHAFT ELEVATION WITH FLOWABLE FILL.

4. INSTALL PRECAST LAGGING FROM THE TOP DOWN AS EXCAVATION

PROCEEDS. EXCAVATE IN STAGED HORIZONTAL LIFTS WITH A MAXIMUM

UNSUPPORTED HEIGHT OF 2'-0" PRIOR TO PLACING PRECAST LAGGING.

MINIMIZE OVEREXCAVATION. IT IS THE CONTRACTORS RESPONSIBILITY TO

ENSURE STABILITY OF THE EXCAVATION.

5. INSTALL A GEOCOMPOSITE SHEET DRAIN OVER THE FULL HEIGHT OF THE

PRECAST LAGGING BETWEEN EACH PAIR OF PILES WITH THE PERVIOUS SIDE

OF THE DRAIN FACING THE PRECAST LAGGING.

6. INSTALL PERMANENT PRECAST CONCRETE LAGGING WITHIN THE FLANGES OF

THE SOLDIER PILES. IF STACKED PRECAST PANELS ARE PROVIDED ATTACH

SHORT STRIPS OF CLOSED CELL NEOPRENE CONTINUOUSLY HORIZONTALLY

BETWEEN THE PANELS.

7. GROUNDWATER MAY BE ENCOUNTERED DURING CONSTRUCTION.

K:\35

2\063

918 -

COT

A Fie

lds A

venu

e\Con

forme

d Set\

1 - su

bmiss

ion\P

P_CO

TA F

ields

Ave

_C7.0

7.dwg

6/19/2

019 1

1:00 A

M

DRAWING NO.

DATES AND REVISIONS

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN IN

CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF

THE ARCHITECT. ALL RIGHTS ARE

HEREBY SPECIFICALLY RESERVED.

© 2018 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date/Description

RLB NO.:

CHECKED BY:

DRAWN BY:

A

R

C

H

I

T

E

C

T

S

S

R

E

E

N

I

G

N

E

C

R

O

N

S

T

R

U

C

T

IO

N

M

A

N

A

G

E

R

S

1300

0 Sha

ker B

oulev

ard /

Clev

eland

, Ohio

441

20Ph

one:

(216

) 491

-930

0 F

ax: (

216)

491-

8053

www.

rlba.c

om -

ema

il@rlb

a.com

RICH

ARD

L. BO

WEN

+ AS

SOCI

ATES

INC.

COTA

Fiel

ds A

ve R

enov

ation

8966

1333

Fiel

ds A

veCo

lumbu

s OH,

4321

5-30

76

07/30/18 / SD PREVIEW

08/08/18 / SD PREVIEW 2

08/14/18 / SD SUBMISSION

10/31/18 / DD PREVIEW

11/28/18 / 85% DD

12/06/18 / DD SUBMISSION

02/13/19 / CD PREVIEW

02/28/19 / BID PERMIT SET

SOLD

IER

PILE

AND

LAGG

ING

DETA

ILS

MGAYLOR

G.GARBACIK

C7.07

NOTE: REINFORCING AND SHEET DRAIN NOT SHOWN FOR CLARITY.

4"

2 3

/4

"

FENCE POST

CONCRETE WALL

OR SLAB

TOP OF PRECAST

CONCRETE LAGGING

4-3/8" DIAMETER STAINLESS

STEEL EXPANSION ANCHORS

(5" MINIMUM EMBEDMENT)

3/8" STAINLESS STEEL

MACHINE SCREWS

STANDARD STAINLESS STEEL SIDE

MOUNT BRACKET

TOP OF WALL

WEST FACE OF PRE-CAST

CONCRETE LAGGING

FENCE POST

03/15/19 / ADDENDUM # 2

03/28/19 / ADDENDUM # 5

EXISTING GRADE

04/19/19 / REBID REVIEW

04/30/19 / REBID SET

06/24/19 / CONFORMED SET

SECTION G-G

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

SECTION E-E

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

SECTION F-F

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

SECTION D-D

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

SECTION A-A

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

EXISTING GRADE

PROPOSED GRADE

SECTION B-B

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

EXISTING GRADE

PROPOSED GRADE

SECTION C-C

SCALE: 1"=10'

785

790

795

800

805

810

815

820

825

830

835

840

845

785

790

795

800

805

810

815

820

825

830

835

840

845

PROPOSED GRADE

PR

OP

. 6

0"X

38

" H

OR

IZ

.

ELLIP

TIC

AL P

IP

E

PR

OP

. 8" H

DP

E G

AS

-36

" C

OV

ER

M

IN

.

BY

C

OLU

MB

IA

G

AS

PR

OP

. C

B-3

GR

AT

E 79

9.70

IN

V. 79

4.30

PR

OP

. 6

0"X

38

" H

OR

IZ

.

ELL

IP

TIC

AL P

IP

E

PR

OP

. 8" H

DP

E G

AS

-36

" C

OV

ER

M

IN

.

BY

C

OLU

MB

IA

G

AS

PR

OP

. 19"X

19" E

LE

CT

RIC

-3

0" C

OV

ER

M

IN

.P

RO

P. 19

"X

19" E

LE

CT

RIC

-30" C

OV

ER

M

IN

.

PR

OP

. 8" H

DP

E G

AS

-36" C

OV

ER

M

IN

.

BY

C

OLU

MB

IA

G

AS

PR

OP

ER

TY

L

IN

E

RE

TA

IN

IN

G W

ALL

PR

OP

ER

TY

LIN

EP

RO

PE

RT

Y LIN

E

EXISTING

COTA

BUILDING

EXISTING

RUMPKE

BUILDING

EXISTING

COTA

BUILDING

EXISTING

RUMPKE

BUILDING

EXISTING

COTA

BUILDING

PR

OP

. 19

"X

19" E

LE

CT

RIC

-30" C

OV

ER

M

IN

.

20.00'

ACCESS LANE

20.00'

ACCESS LANE

20.00'

ACCESS LANE

7" BITUMINOUS PAVING

6" AGGREGATE BASE

7" BITUMINOUS PAVING

6" AGGREGATE BASE

7" BITUMINOUS PAVING

6" AGGREGATE BASE

6.16'

BUILDING TO

EDGE OF LANE

4.00'

BUILDING TO

EDGE OF LANE

5.01'

RET. WALL TO

EDGE OF LANE

4.00'

BUILDING TO

EDGE OF LANE

CONTRACTOR MUST

MAINTAIN THE EXISTING

HIGH SPOT ALONG THE

EXISTING RETAINING WALL

5.68'

2.54'

2.46'

1

%

M

IN

.

1% MIN.

4.00'

BUILDING TO

EDGE OF LANE

6.14'

BUILDING TO

EDGE OF LANE

EXISTING GRADE

PROPOSED

DOOR PAD

2.54'

2.54'

2.46'

FFE=801.3

FFE=801.3

FFE=801.3

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

EXISTING

COTA

BUILDING

FFE=801.3

EXISTING

COTA

BUILDING

FFE=801.3

PR

OP

ER

TY

LIN

E

RE

TA

IN

IN

G W

AL

L

PR

OP

ER

TY

L

IN

E

EXISTING

RUMPKE

BUILDING

EXISTING

RUMPKE

BUILDING

PR

OP

ER

TY

LIN

E

EXISTING

COTA

BUILDING

FFE=801.3

20.00'

ACCESS LANE

20.00'

ACCESS LANE

20.00'

ACCESS LANE4.26'

RET. WALL TO

EDGE OF LANE

6.37'

BUILDING TO

EDGE OF LANE

6.21'

BUILDING TO

EDGE OF LANE

4.00'

BUILDING TO

EDGE OF LANE

4.00'

BUILDING TO

EDGE OF LANE

4.00'

BUILDING TO

EDGE OF LANE

PR

OP

. 6

0"X

38

" H

OR

IZ

.

ELLIP

TIC

AL P

IP

E

PR

OP

. 6

0"X

38

" H

OR

IZ

.

ELL

IP

TIC

AL

P

IP

E

PR

OP

. 6

0"X

38

" H

OR

IZ

.

ELLIP

TIC

AL P

IP

E

PR

OP

. 8

" H

DP

E G

AS

-3

6" C

OV

ER

M

IN

.

BY

C

OLU

MB

IA

G

AS

PR

OP

. 19

"X

19" E

LE

CT

RIC

-30" C

OV

ER

M

IN

.

PR

OP

. 8" H

DP

E G

AS

-36" C

OV

ER

M

IN

.

BY

C

OL

UM

BIA

G

AS

PR

OP

. 19"X

19" E

LE

CT

RIC

-30" C

OV

ER

M

IN

.

PR

OP

. 8

" H

DP

E G

AS

-36" C

OV

ER

M

IN

.

BY

C

OL

UM

BIA

G

AS

PR

OP

. 1

9"X

19

" E

LE

CT

RIC

-30" C

OV

ER

M

IN

.

2.54'

2.46'

2.54'

2.46'

2.54'

2.46'

PR

OP

. 8" D

IP

W

AT

ER

LIN

E-48

" C

OV

ER

PR

OP

. 8" D

IP

W

AT

ER

LIN

E-48" C

OV

ER

PR

OP

. 8" D

IP

W

AT

ER

LIN

E-48" C

OV

ER

PR

OP

. 8" D

IP

W

AT

ER

LIN

E-48

" C

OV

ER

PR

OP

. 8

" D

IP

W

AT

ER

L

IN

E-48

" C

OV

ER

PR

OP

. 8" D

IP

W

AT

ER

LIN

E-48" C

OV

ER

3.00'

3.00'

3.00'

3.00'

3.00'

3.00'

2.46'

PR

OP

. C

B-3

GR

AT

E 7

99

.8

0

IN

V. 794

.3

0

PR

OP

. 8" H

DP

E G

AS

-36

" C

OV

ER

M

IN

.

BY

C

OL

UM

BIA

G

AS

PR

OP

. 1

9"X

19

" E

LE

CT

RIC

-30

" C

OV

ER

M

IN

.

20.00'

ACCESS LANE

4.00'

BUILDING TO

EDGE OF LANE

PR

OP

. 8

" D

IP

W

AT

ER

L

IN

E-4

8" C

OV

ER

2.54'

2.46'

3.00'

EXISTING GRADE

PROPOSED GRADE

EXISTING

COTA

BUILDING

FFE=801.3

RE

TA

IN

IN

G W

ALL

PR

OP

ER

TY

LIN

E

EXISTING COTA FOOTING

EXISTING COTA FOOTING EXISTING COTA FOOTING

EXISTING COTA FOOTING

EXISTING COTA FOOTING

EXISTING COTA FOOTING

EXISTING COTA FOOTING

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

EXISTING RUMPKE FOOTING,

SEE NOTES THIS SHEET

K:\35

2\063

918 -

COT

A Fie

lds A

venu

e\Con

forme

d Set\

1 - su

bmiss

ion\P

P_CO

TA F

ields

Ave

_C8.0

1.dwg

6/19/2

019 1

1:00 A

M

DRAWING NO.

DATES AND REVISIONS

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN IN

CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF

THE ARCHITECT. ALL RIGHTS ARE

HEREBY SPECIFICALLY RESERVED.

© 2018 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date/Description

RLB NO.:

CHECKED BY:

DRAWN BY:

A

R

C

H

I

T

E

C

T

S

S

R

E

E

N

I

G

N

E

C

R

O

N

S

T

R

U

C

T

IO

N

M

A

N

A

G

E

R

S

1300

0 Sha

ker B

oulev

ard /

Clev

eland

, Ohio

441

20Ph

one:

(216

) 491

-930

0 F

ax: (

216)

491-

8053

www.

rlba.c

om -

ema

il@rlb

a.com

RICH

ARD

L. BO

WEN

+ AS

SOCI

ATES

INC.

COTA

Fiel

ds A

ve R

enov

ation

8966

1333

Fiel

ds A

veCo

lumbu

s OH,

4321

5-30

76

07/30/18 /SD PREVIEW08/08/18 /SD PREVIEW 208/14/18 /SD SUBMISSION10/31/18 /DD PREVIEW11/28/18 /85% DD12/06/18 /DD SUBMISSION02/13/19 /CD PREVIEW02/28/19 /BID PERMIT SET

SECT

IONS

DBM

TJR

C8.01

1. FIELD VERIFY LOCATION THICKNESS AND DEPTH OF EXISTING FOUNDATION SYSTEMS

PRIOR TO CONSTRUCTION.

2. EXISTING FOUNDATIONS OR RETAINING WALL STRUCTURE SHALL NOT BE DISTURBED.

3. DO NOT UNDERMINE EXISTING FOUNDATIONS.

4. PROVIDE TEMPORARY SHEETING AS REQUIRED FOR THE INSTALLATION OF UTILITIES

BETWEEN THE RUMPKE BUILDING FOUNDATIONS AND THE SOUTHERN FOUNDATION OF

THE EXISTING COTA FIELD AVENUE BUILDING FOR THE INSTALLATION OF UTILITIES.

5. SITE STRUCTURES SHALL NOT BE PLACED ON TOP OF EXISTING FOUNDATION

STRUCTURES SUPPORTING THE EXISTING BUILDING AND SITE WALL FOR THE RUMPKE

PROPERTY.

6. FOUNDATIONS FOR THE GUARD RAIL SHALL NOT PENETRATE OR BE INSTALLED WITHIN

6 INCHES OF THE EXISTING RUMPKE WALL FOUNDATION SYSTEM.

EXISTING FOUNDATION AND RETAINING WALL NOTES ALONG SOUTH PROPERTY LINE:

04/19/19 / REBID REVIEW

04/30/19 / REBID SET

06/24/19 / CONFORMED SET

K:\35

2\063

918 -

COT

A Fie

lds A

venu

e\Con

forme

d Set\

1 - su

bmiss

ion\P

P_CO

TA F

ields

Ave

_C9.0

1_TY

PE E

1.dw

g6/2

5/201

9 11:4

2 AM

DRAWING NO.

DATES AND REVISIONS

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN IN

CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF

THE ARCHITECT. ALL RIGHTS ARE

HEREBY SPECIFICALLY RESERVED.

© 2018 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date/Description

RLB NO.:

CHECKED BY:

DRAWN BY:

A

R

C

H

I

T

E

C

T

S

S

R

E

E

N

I

G

N

E

C

R

O

N

S

T

R

U

C

T

IO

N

M

A

N

A

G

E

R

S

1300

0 Sha

ker B

oulev

ard /

Clev

eland

, Ohio

441

20Ph

one:

(216

) 491

-930

0 F

ax: (

216)

491-

8053

www.

rlba.c

om -

ema

il@rlb

a.com

RICH

ARD

L. BO

WEN

+ AS

SOCI

ATES

INC.

COTA

Fiel

ds A

ve R

enov

ation

8966

1333

Fiel

ds A

veCo

lumbu

s OH,

4321

5-30

76

07/30/18 /SD PREVIEW08/08/18 /SD PREVIEW 208/14/18 /SD SUBMISSION10/31/18 /DD PREVIEW11/28/18 /85% DD12/06/18 /DD SUBMISSION02/13/19 /CD PREVIEW02/28/19 /BID PERMIT SET

FACI

LITY

SIDE

WAL

K CO

VER

SHEE

T

DBM

TJR

C9.01

03/15/19 / ADDENDUM # 2

04/19/19 / REBID REVIEW

04/30/19 / REBID SET

FIE

LD

S A

VE

NU

E (W

ES

T S

ID

E)

FROM A POINT 728'± NORTH OF TIMKEN STREET

TO A POINT 590'± SOUTH OF GROGAN AVENUE

TIT

LE

S

HE

ET

05/24/19 / REBID ADD#2

06/24/19 / CONFORMED SET

1.50%

EXISTING PAVEMENT

BUS DROP OFF

1.50%

NEW PORTLAND

CONCRETE PULL OFF

PAVING

NEW DEPRESSED

CURB

EXISTING CONCRETE

RETAINING WALL

NEW NON-RESIDENTIAL

CONCRETE SIDEWALK

NEW

RIGHT-OF-WAY

EXISTING

RIGHT-OF-WAY

FIELDS AVENUE

(FACING NORTH)

EXISTING CONCRETE

SIDEWALK

EXISTING CONCRETE

CURB AND GUTTER

EXISTING

RIGHT-OF-WAY

1"

1/2" EXPANSION

JOINT MATERIAL

C

L

EXISTING CONCRETE

GUTTER

1/2" EXPANSION

JOINT MATERIAL

1/2" EXPANSION

JOINT MATERIAL

K:\35

2\063

918 -

COT

A Fie

lds A

venu

e\Con

forme

d Set\

1 - su

bmiss

ion\P

P_CO

TA F

ields

Ave

_C9.0

2_TY

PE E

2.dw

g6/1

9/201

9 10:4

0 AM

DRAWING NO.

DATES AND REVISIONS

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN IN

CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF

THE ARCHITECT. ALL RIGHTS ARE

HEREBY SPECIFICALLY RESERVED.

© 2018 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date/Description

RLB NO.:

CHECKED BY:

DRAWN BY:

A

R

C

H

I

T

E

C

T

S

S

R

E

E

N

I

G

N

E

C

R

O

N

S

T

R

U

C

T

IO

N

M

A

N

A

G

E

R

S

1300

0 Sha

ker B

oulev

ard /

Clev

eland

, Ohio

441

20Ph

one:

(216

) 491

-930

0 F

ax: (

216)

491-

8053

www.

rlba.c

om -

ema

il@rlb

a.com

RICH

ARD

L. BO

WEN

+ AS

SOCI

ATES

INC.

COTA

Fiel

ds A

ve R

enov

ation

8966

1333

Fiel

ds A

veCo

lumbu

s OH,

4321

5-30

76

07/30/18 /SD PREVIEW08/08/18 /SD PREVIEW 208/14/18 /SD SUBMISSION10/31/18 /DD PREVIEW11/28/18 /85% DD12/06/18 /DD SUBMISSION02/13/19 /CD PREVIEW02/28/19 /BID PERMIT SET

TYPI

CAL S

ECTI

ON A

ND P

LAN

NOTE

S

DBM

TJR

C9.02

03/15/19 / ADDENDUM # 2

REBID REVIEW04/19/19 /

04/30/19 / REBID SET

FIE

LD

S A

VE

NU

E (W

ES

T S

ID

E)

FROM A POINT 728'± NORTH OF TIMKEN STREET

TO A POINT 590'± SOUTH OF GROGAN AVENUE

TY

PIC

AL

S

EC

TIO

N A

ND

PL

AN

N

OT

ES

SCALE: 1"=5'21 SECTION - FIELDS AVENUE

PLAN NOTES

THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPECIFICATIONS (CMSC), 2018EDITION INCLUDING ALL REVISIONS AND SUPPLEMENTS IN EFFECT AT THE TIME OFSIGNATURE BY THE DIRECTOR OF PUBLIC SERVICE, SHALL GOVERN ALL CONSTRUCTIONITEMS THAT ARE A PART OF THE PLANS UNLESS NOTED OTHERWISE.

ANY MODIFICATION TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIORWRITTEN APPROVAL BY THE CITY ENGINEER/ADMINISTRATOR, DIVISION OF DESIGN ANDCONSTRUCTION, CITY OF COLUMBUS.

APPROVAL OF THIS PLAN IS CONTINGENT UPON ALL EASEMENTS REQUIRED FORCONSTRUCTION OF THE IMPROVEMENT WORK, BE SECURED BY THE OWNER.

INSPECTION-INSPECTION ON THIS PROJECT SHALL BE PROVIDED BY REPRESENTATIVES OF THE CITYOF COLUMBUS.

PRIOR TO CONSTRUCTION, THE DEVELOPER SHALL ENTER INTO A CONSTRUCTIONAGREEMENT, POST SURETY AND DEPOSIT INSPECTION FEES WITH THE CITY OFCOLUMBUS PUBLIC SERVICE DEPARTMENT FOR THE TOTAL ESTIMATED COSTS OFCONSTRUCTION IN ACCORDANCE WITH COLUMBUS CITY CODE SECTION 901.01.

THE CONTRACTOR SHALL NOTIFY THE CITY OF COLUMBUS DEPARTMENT OF PUBLICSERVICE (614) 645-0433 AND DIVISION OF SEWERS AND DRAINS (614) 645-7102 AT LEAST 24HOURS PRIOR TO CONSTRUCTION.

PERMITS-THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS. AN ORIGINAL PERMIT WITHRED SIGNATURES SHALL BE KEPT ONSITE AT ALL TIMES.

WHEN EXCAVATING WITHIN COLUMBUS PUBLIC RIGHT OF WAY LIMITS, THE CONTRACTORSHALL OBTAIN AN EXCAVATION PERMIT FROM CITY OF COLUMBUS, DEPARTMENT OFPUBLIC SERVICE - PERMIT OFFICE BETWEEN THE HOURS OF 7:30 AM AND 4:00 PM MONDAYTHROUGH FRIDAY. PHONE: (614) 645-7497; FAX: (614) 645-1876EMAIL: colspermits@columbus.gov

UTILITIES-THE IDENTITY AND LOCATION OF EXISTING UNDERGROUND UTILITIES LOCATED IN ANDAROUND THE CONSTRUCTION AREA HAVE BEEN SHOWN AND LABELED ON THE PLANS BYUSING INFORMATION PROVIDED BY THE RESPECTIVE UTILITY OWNERS. THE CITY OFCOLUMBUS OR THE CONSULTING ENGINEER WILL NOT ASSUME RESPONSIBILITY FOR THEACCURACY OF LOCATION OR DEPTH OF EXISTING UNDERGROUND UTILITIES AS SHOWNON THE PLAN.

SUPPORT AND PROTECTION OF ALL UTILITIES AND APPURTENANCES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR. COSTS FOR THE REPAIR AND RESTORATION OFEXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR. THE CITY OF COLUMBUS UTILITIES WILL ONLY LOCATE AND MARK MAINLINE FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SERVICELATERAL AND LINES. COSTS ASSOCIATED WITH THE ABOVE WORK AND RESPONSIBILITIESSHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS.

PRIOR TO EXCAVATION, THE CONTRACTOR SHALL GIVE A 48-HOUR NOTICE TO THE OHIOUTILITIES PROTECTION SERVICE (OUPS) BY CALLING (800) 362-2764. A 48-HOUR NOTICESHALL BE GIVEN TO THE OWNERS OF UNDERGROUND UTILITIES SHOWN ON THE PLANSWHO ARE NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE.

LISTED BELOW ARE UTILITY COMPANIES THAT HAVE FACILITIES LOCATED WITHIN THE WORKLIMITS OF THIS PROJECT AND SUBSCRIBE TO OUPS.

EMERGENCY PROVISIONS-

THE CONTRACTOR SHALL PROVIDE TO THE CITY OF COLUMBUS PROJECTREPRESENTATIVE A LIST OF 24 HOUR EMERGENCY TELEPHONE NUMBERS (IN WRITING)PRIOR TO THE START OF CONSTRUCTION.

SECURING EXCAVATIONS & TRENCHES FOR NON-WORKING HOURS-EXCAVATIONS AND TRENCHES OVER 24 INCHES DEEP SHALL BE SECURELY PLATED ORBACKFILLED DURING NON-WORKING HOURS.

CONSTRUCTION LIMITS-THE CONSTRUCTION LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTIONONLY. THE INSTALLATION AND OPERATION OF ALL TEMPORARY TRAFFIC CONTROL ANDTEMPORARY TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS SHALL BEPROVIDED BY THE CONTRACTOR WHETHER INSIDE OR OUTSIDE OF THESECONSTRUCTION LIMITS.

MISCELLANEOUS WORK ITEMS-THE CONTRACTOR SHALL PERFORM ALL ITEMS OF WORK CALLED FOR ON THE PLANS,FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED. THE COST OF THESE ITEMSSHALL BE INCLUDED IN THE PRICE BID FOR THE PROJECT IMPROVEMENT.

BENCHMARKS AND SURVEY MONUMENTS-DO NOT DISTURB ANY FRANKLIN COUNTY CERTIFIED BENCHMARKS (VERTICAL AND/ORHORIZONTAL) LOCATED WITHIN THE WORKING LIMITS OF THE PROJECT. CONTRACTORSHALL CONTACT THE FRANKLIN COUNTY SURVEY DEPARTMENT (614) 525-3026, PRIOR TOCONSTRUCTION , TO COORDINATE THE PROPER PROCEDURES FOR THE RESETTING,RELOCATION, OR REPLACEMENT OF ANY FRANKLIN COUNTY CERTIFIED BENCHMARK ORSURVEY MONUMENT.

COMPACTION TESTING AT UTILITY CROSSINGS-PRIOR TO CONSTRUCTION OF THE PUBLIC ROADWAY, SOIL TESTS SHALL BE MADE ON ALLOPEN CUT UTILITY TRENCHES WHICH CROSS THE PROPOSED PAVEMENTS OR WHICH LIESUCH THAT THE PROPOSED PAVEMENTS ARE LOCATED WITHIN ANY PART OF THEINFLUENCE LINE OF SAID TRENCH. WHERE SAID RESULTS INDICATE THAT THE TRENCHBACKFILL DOES NOT MEET THE COMPACTION REQUIREMENTS OF CMSC 912, ALL BACKFILLMATERIAL SHALL BE REMOVED, REPLACED, AND RE-TESTED UNTIL COMPLIANCE ISACHIEVED.

SAW CUTTING IS INCLUDED-THE COST OF SAW CUTTING FOR THE REMOVAL OF PAVEMENT, CURB, WALKS, ETC. SHALLBE INCLUDED IN THE CONTRACT PRICE FOR ITEM 202 WORK ITEMS. SAW CUTTING ISREQUIRED TO PROVIDE SMOOTH STRAIGHT EDGES FOR REMOVAL PURPOSES.

NEW CURB RADIUS-INTERSECTION CORNERS OR HORIZONTAL CURVES SHALL MATCH THE EXISTING RADIUSUNLESS NOTED OTHER WISE.

COTA- SIGNS AND/OR BUS STOPS-PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT SENIOR SERVICE PLANNEROF THE CENTRAL OHIO TRANSIT AUTHORITY (COTA) @ PH- (614) 308-4373 OR FAX- (614)275-5933 TO COORDINATE PROPER BUS MOVEMENTS THROUGH OR AROUND THE JOBSITE DURING THE PROJECT. THIS WILL INCLUDE, BUT NOT BE LIMITED TO, THETEMPORARY RELOCATION OR REMOVAL OF COTA SIGNS AND/OR BUS STOP LOCATIONS.

GAS SERVICE VALVES ADJUSTED TO GRADE-THE CONTRACTOR SHALL CONTACT COLUMBIA GAS (614) 460-2244 TO COORDINATE THEADJUSTMENT OF GAS SERVICE VALVES.

COLUMBIA GAS DAMAGE PREVENTION CENTER-FOR INFORMATION CONCERNING COLUMBIA GAS LINES OR EQUIPMENT, OR IF DAMAGEOCCURS TO GAS LINES OR EQUIPMENT, THE CONTRACTOR CAN CALL THE COLUMBIA GASDAMAGE PREVENTION CENTER @ (614) 280-7372 OR TOLL FREE @ (866) 632-6243.

CONCRETE WALKS-ALL EXISTING CONCRETE SIDEWALKS BEING REPLACED WITH NEW CONCRETESIDEWALKS SHALL BE REMOVED AT AN EXISTING JOINT AND REPLACED PER STANDARDDRAWING 2300. INSTALL EXPANSION JOINT WHERE NEW CONCRETE ADJOINS EXISTINGSIDEWALK.

ALL EXISTING CONCRETE SIDEWALKS NOT SCHEDULED FOR REPLACEMENT BUT BEINGCROSSED BY THE INSTALLATION OF TRAFFIC ITEMS, ELECTRICAL CONDUIT, PIPING, ETC.SHALL BE FULLY REMOVED AT AN EXISTING JOINT AND REPLACED PER STANDARDDRAWING 2300 UNLESS NOTED OTHERWISE.

PAYMENT SHALL BE INCLUDED IN THE LUMP SUM BID

WALK REMOVED 'AS PER PLAN'-THE EXISTING SIDEWALK SHALL BE REMOVED IN ACCORDANCE WITH THE DEMOLITION PLAN.REMOVAL SHALL BE IN CONFORMANCE WITH CMSC SECTION 202.REFERENCE THE PLANS FOR LOCATIONS. THICKNESS' OF EXISTING WALKS VARY FROM 4"TO 8". NO SEPARATE PAYMENT SHALL BE MADE FOR REMOVAL OF THE VARIOUSTHICKNESS' OF THE WALKS ENCOUNTERED. ANY SAW CUTTING NECESSARY TO REMOVESIDEWALKS SHALL BE INCLUDED. PAYMENT SHALL BE LUMP SUM AND SHALLINCLUDE ALL NECESSARY TOOLS, LABOR, AND MATERIALS.

PAVING REMOVED 'AS PER PLAN'-

THE EXISTING PORTLAND CEMENT CONCRETE PAVING SHALL BE REMOVED IN ACCORDANCEWITH THE DEMOLITION PLAN. REMOVAL SHALL BE IN CONFORMANCE WITH THE CMSC SECTION202. SAWCUT TO THE LIMITS SHOWN. REFERENCE THE PLANS FOR LOCATIONS. THICKNESS OFEXISTING PORTLAND CEMENT CONCRETE PAVING VARIES. THE CONTRACTOR IS RESPONSIBLETO REMOVE EXISTING PAVING, SUBBASE AND SUBGRADE TO ACHIEVE PROPOSED ELEVATIONS.NO SEPARATE PAYMENT WILL BE MADE FOR THE WORK. PAYMENT SHALL BE LUMP SUM ANDSHALL INCLUDE ALL NECESSARY TOOLS, LABOR, AND MATERIALS.

CURB AND GUTTER REMOVED 'AS PER PLAN'-

THE EXISTING CURB AND GUTTER SHALL BE REMOVED IN ACCORDANCE WITH THE DEMOLITIONPLAN. REMOVAL SHALL BE IN CONFORMANCE WITH THE CMSC SECTION 202. SAWCUT TO THELIMITS SHOWN. REFERENCE THE PLANS FOR LOCATIONS. THE CONTRACTOR IS RESPONSIBLETO REMOVE EXISTING CURB AND GUTTER AND ANY APPURTENANCES, THEREOF. NO SEPARATEPAYMENT WILL BE MADE FOR THE WORK. PAYMENT SHALL BE LUMP SUM AND SHALL INCLUDEALL NECESSARY TOOLS, LABOR, AND MATERIALS.

FOR THE DIVISION OF POWER

THE DIVISION OF POWER (DOP) MAY HAVE OVERHEAD AND UNDERGROUND PRIMARY,SECONDARY, AND STREET LIGHTING AT THIS WORK LOCATION. THE CONTRACTOR ISHEREBY REQUIRED TO CONTACT OUPS AT 811 OR 1-800-362-2764 FORTY-EIGHT HOURSPRIOR TO CONDUCTING ANY ACTIVITY WITHIN THE CONSTRUCTION AREA.

ANY REQUIRED RELOCATION, SUPPORT, PROTECTION, OR ANY OTHER ACTIVITYCONCERNED WITH THE CITY'S ELECTRICAL FACILITIES IN THE CONSTRUCTION AREA ISTO BE PERFORMED BY THE CONTRACTOR UNDER THE DIRECTION OF DOP PERSONNELAND AT THE EXPENSE OF THE PROJECT. DOP SHALL MAKE ALL FINAL CONNECTIONS TODOP'S EXISTING ELECTRICAL SYSTEM AT THE EXPENSE OF THE PROJECT. THECONTRACTOR SHALL USE MATERIAL AND MAKE REPAIRS TO A CITY OF COLUMBUSSTREET LIGHTING SYSTEM BY FOLLOWING DOP'S "MATERIAL AND INSTALLATIONSPECIFICATIONS" (MIS) AND THE CITY OF COLUMBUS "CONSTRUCTION AND MATERIALSPECIFICATIONS" (CMSC). ANY NEW OR RE-INSTALLED UNDERGROUND STREETLIGHTSYSTEM SHALL REQUIRE TESTING AS REFERRED TO IN SECTION 1000.18 OF THE CMSCMANUAL. THE CONTRACTOR SHALL CONFORM TO DOP'S EXISTING STREET LIGHTLOCKOUT/TAGOUT (LOTO) PROCEDURE, MIS-1, COPIES OF WHICH ARE AVAILABLE FROMDOP.

IF ANY ELECTRIC FACILITY BELONGING TO DOP IS DAMAGED IN ANY MANNER BY THECONTRACTOR, ITS AGENTS, SERVANTS, OR EMPLOYEES, AND REQUIRES EMERGENCYREPAIRS, THE DOP DISPATCH OFFICE SHOULD BE CONTACTED IMMEDIATELY AT (614)645-7627. DOP SHALL MAKE ALL NECESSARY REPAIRS, AND THE EXPENSE OF SUCHREPAIRS AND OTHER RELATED COSTS SHALL BE PAID BY THE CONTRACTOR TO THEDIVISION OF POWER, CITY OF COLUMBUS, OHIO.

PAVEMENT CUTTING, SAWING AND EXCAVATION OPERATIONS NOTE:

ALL PUBLIC AGENCIES AND PRIVATE CONTRACTORS PERFORMING PAVEMENT-CUTTING OPERATIONS ON CITY OFCOLUMBUS STREETS AND ROADWAYS SHALL PROTECT THE ENVIRONMENT FROM DISCHARGES CREATED BY THEIRPAVEMENT CUTTING OPERATIONS. NOTE THAT COLUMBUS CITY CODE 1145 PROHIBITSNON-STORMWATER DISCHARGE INTO THE CITY OF COLUMBUS SEWER SYSTEM, CURB INLETS AND ANY PART OF ITSMS4 (MUNICIPAL SEPARATE STORM SEWER SYSTEM).

THE REQUIREMENT INCLUDES BUT IS NOT LIMITED TO WET OR DRY SAW-CUTTING, JACK HAMMERING, EXCAVATIONEQUIPMENT USE, ETC. THE PUBLIC AGENCY AND/OR PRIVATE CONTRACTOR WORK CREWS SHALL RECOVER ANDDISPOSE OF DETRITUS, POLLUTED WATERS, OR OTHER SUCH DISCHARGES RESULTING FROMTHEIR PAVEMENT CUTTING OPERATIONS AND PROTECT ALL STORM SEWER INLETS FROM RECEIVING ANYDISCHARGES FROM THE CONSTRUCTION OPERATIONS. THE AGENCY OR CONTRACTOR RESPONSIBLE FOR EACHPAVEMENT CUTTING ACTIVITY SHALL BE SOLELY LIABLE FOR NOTICE OF VIOLATIONS (NOV/S) AND FINESISSUED BY CITY OF COLUMBUS AND/OR STATE OF OHIO AUTHORITIES.

EQUIPMENT, MATERIALS AND METHODS SHALL BE PROVIDED BY THE RESPONSIBLE PUBLIC AGENCY AND/OR PRIVATECONTRACTOR TO WORK CREWS PERFORMING THE PAVEMENT CUTTING ACTIVITY AND MADE AVAILABLE TO WORKCREWS FOR USE IN CLEANING UP DISCHARGES RESULTING FROM SUCH CUTTINGACTIVITIES AND PREVENTING RUNOFF. ALL WORK CREWS SHALL BE TRAINED TO EXERCISE AND EMPLOY EQUIPMENT,MATERIALS, AND ENVIRONMENTAL PROTECTIVE MEASURES TO PREVENT POLLUTED DISCHARGES FROM ENTERINGTHE CITY OF COLUMBUS STORM SEWER SYSTEM AND WATERS OF THE STATE OF OHIO.

THE PUBLIC AGENCY AND/OR PRIVATE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE INLETPROTECTION IS ADEQUATE. THE MOST STRINGENT PROJECT PLANS, NOTES AND/OR DRAWINGS INCLUDINGSTORMWATER POLLUTION PREVENTION PLAN (SWP3) OR SPILL PREVENTION/REMEDIATION PLAN SHALLAPPLY TO ALL PAVEMENT CUTTING, SAWING OR EXCAVATION OPERATIONS.

EROSION AND SEDIMENT CONTROL:

LAND DISTURBANCE AREAS LESS THAN ONE ACRE AND NOT PART OF A LARGER COMMON PLAN OFDEVELOPMENT ARE NOT REQUIRED TO SUBMIT TO THE CITY OF COLUMBUS A FULL SCALE EROSION AND SEDIMENTCONTROL PLAN FOR APPROVAL. HOWEVER, THE PROPOSED LAND DISTURBING ACTIVITIES MUST COMPLY WITH ALLOF THE PROVISIONS OF THE DIVISION OF SEWERAGE AND DRAINAGE EROSION AND SEDIMENT CONTROL REGULATION.ALL LAND DISTURBING ACTIVITIES SHALL BE SUBJECT TO INSPECTION AND SITE INVESTIGATION BY THE CITY OFCOLUMBUS TO DETERMINE COMPLIANCE WITH CITY STANDARDS AND REGULATIONS. FAILURE TO COMPLY WITHTHESE REGULATIONS MAY SUBJECT THE SITE TO ENFORCEMENT ACTION BY THE CITY. QUESTIONS REGARDINGEROSION AND SEDIMENT CONTROL MAY BE REFERRED TO THE STORMWATER MANAGEMENT OFFICE AT 645-6311.

ON-SITE CONTACT: COTA / JOE MASSEYPHONE: (614) 783-8240FAX:E-MAIL:SITE IS TRIBUTARY TO : OLENTANGY RIVER

SWP 3

ADDITIONAL SWP3 INFORMATION MAY BE DETAILED ON CC-18468.

CITY OF COLUMBUSSUPPORT SERVICES DVISION-COMMUNICATIONS4211 GROVES ROADCOLUMBUS, OH 43232TELEPHONE: (614) 724-7047RADIO ROOM: (614) 724-40060

CITY OF COLUMBUSDIVISION OF POWER3500 INDIANOLA AVENUECOLUMBUS, OHIO 43214OFFICE: (614) 645-7627

CITY OF COLUMBUSDIVISION OF SEWERS1250 FAIRWOOD AVENUECOLUMBUS, OHIO 43206CONTACT:JEREMY CAWLEYOFFICE: (614) 645-6795

CITY OF COLUMBUSDIVISION OF WATER910 DUBLIN ROADCOLUMBUS, OHIO 43215(614) 645-7788

CITY OF COLUMBUS DEPARTMENT OF PUBLIC SERVICEDIVSION-COMMUNICATIONSTRAFFIC MANAGEMENT1820 EAST 17TH AVENUECOLUMBUS, OHIO 43219OFFICE: (614) 645-7393

CITY OF COLUMBUSDEPARTMENT OF TECHNOLOGY1355 McKINLEY AVENUEBUILDING CCOLUMBUS, OHIO 43222CONTRACTOR LINE: (614) 645-7756

AEP, OHIO700 MORRISON ROADGAHANNA, OHIO 43230-6642(614) 883-7962 (T)(614) 552-2175 (F)CONTACT: LAURA C. McCABE(614)-949-0077 (C)lcmccabe@aep.com

COLUMBIA GAS OF OHIO290 W. NATIONWIDE BOULEVARDCOLUMBUS, OHIO 43215(614) 460-6234CONTACT:KURT L. WANINGER(614) 460-6234 (C)kwaninger@nisource.com

CURB REPLACEMENT / INSTALLATION-

WHEREVER CURB REPLACEMENT AND/OR INSTALLATION IS PROPOSED ALONG AN EXISTINGROADWAY OR PRIVATE DRIVE, THE ENGINEER IS REQUIRED TO SPECIFY PAVEMENTREPLACEMENT PER ITEM 259. A MINIMUM 2' WIDE PAVEMENT REPLACEMENT IS REQUIRED EXCEPTWHERE OTHERWISE DIRECTED BY THE CITY. THE ENGINEER SHALL SPECIFY THE ASSOCIATEDLIMITS OF THE PAVEMENT REPLACEMENT ON THE PLANS IN ALL CASES.

IF THE ENGINEER BELIEVES THAT IT MAY BE POSSIBLE TO REPLACE OR INSTALL THE PROPOSEDCURB WITHOUT DAMAGE TO THE EXISTING PAVEMENT, THE ENGINEER MAY LIST ITEM 259 AS ACONTINGENCY QUANTITY IN LIEU OF A BASE QUANTITY. PRIOR TO CONSTRUCTION, THECONTRACTOR AND CITY INSPECTOR SHALL EVALUATE THE EXISTING FIELD CONDITIONS. IF THECONTRACTOR BELIEVES THAT THE WORK CAN BE PERFORMED WITHOUT DAMAGE TO THEPAVEMENT, THE INSPECTOR MAY, AT HIS OR HER DISCRETION, ALLOW THE WORK TO PROCEEDWITHOUT PAVEMENT REPLACEMENT. THE CITY INSPECTOR WILL ALSO PERFORM APOST-INSTALLATION INSPECTION. ANY DAMAGE TO THE PAVEMENT RESULTING FROM THECONTRACTOR'S OPERATIONS WILL NECESSITATE THE PAVEMENT REPLACEMENT AT THEINSPECTOR'S DIRECTION.

THE ENGINEER SHALL ALSO SHOW AND LIST ANY OTHER REQUIRED QUANTITIES ASSOCIATEDWITH THE PAVEMENT REPLACEMENT WORK (I.E. PAVEMENT PLANING, ASPHALT OVERLAY, TACKCOAT, REPLACEMENT STRIPING, REMOVAL AND REPLACEMENT OF RAISED PAVEMENT MARKERS,ETC.) IN ALL CASES. SUCH ASSOCIATED ITEMS MAY ALSO BE LISTED AS CONTINGENCY QUANTITIESIN LIEU OF BASE QUANTITIES BASED ON THE ANTICIPATED NEED FOR PAVEMENT REPLACEMENT.

05/24/19 / REBID ADD#2

06/24/19 / CONFORMED SET

F I E L D S A V E N U E

5 0' R I G H T O F W A Y

4+005+006+00

DBM

TJR

C9.03K:\35

2\063

918 -

COT

A Fie

lds A

venu

e\Con

forme

d Set\

1 - su

bmiss

ion\P

P_CO

TA F

ields

Ave

_C9.0

3_TY

PE E

3.dw

g6/1

9/201

9 10:4

0 AM

DRAWING NO.

DATES AND REVISIONS

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN IN

CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN CONSENT OF

THE ARCHITECT. ALL RIGHTS ARE

HEREBY SPECIFICALLY RESERVED.

© 2018 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date/Description

RLB NO.:

CHECKED BY:

DRAWN BY:

A

R

C

H

I

T

E

C

T

S

S

R

E

E

N

I

G

N

E

C

R

O

N

S

T

R

U

C

T

IO

N

M

A

N

A

G

E

R

S

1300

0 Sha

ker B

oulev

ard /

Clev

eland

, Ohio

441

20Ph

one:

(216

) 491

-930

0 F

ax: (

216)

491-

8053

www.

rlba.c

om -

ema

il@rlb

a.com

RICH

ARD

L. BO

WEN

+ AS

SOCI

ATES

INC.

COTA

Fiel

ds A

ve R

enov

ation

8966

1333

Fiel

ds A

veCo

lumbu

s OH,

4321

5-30

76

07/30/18 /SD PREVIEW08/08/18 /SD PREVIEW 208/14/18 /SD SUBMISSION10/31/18 /DD PREVIEW11/28/18 /85% DD12/06/18 /DD SUBMISSION02/13/19 /CD PREVIEW02/28/19 /BID PERMIT SET

DE

MO

LIT

IO

N P

LA

N, E

ST

IM

AT

E O

F Q

UA

NT

IT

IE

S,

AN

D T

EM

PO

RA

RY

T

RA

FF

IC

C

ON

TR

OL

N

OT

ES

DBM

TJR

03/15/19 / ADDENDUM # 2

04/19/19 / REBID REVIEW

04/30/19 / REBID SET

FIE

LD

S A

VE

NU

E (W

ES

T S

ID

E)

FROM A POINT 728'± NORTH OF TIMKEN STREET

TO A POINT 590'± SOUTH OF GROGAN AVENUE

DE

MO

LIT

IO

N P

LA

N, E

ST

IM

AT

E O

F Q

UA

NT

IT

IE

S,

AN

D T

EM

PO

RA

RY

T

RA

FF

IC

C

ON

TR

OL

N

OT

ES

TEMPORARY TRAFFIC CONTROL NOTES:

A. TEMPORARY TRAFFIC CONTROL ITEMS

1. ALL TEMPORARY TRAFFIC CONTROL (TTC) DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR IN

ACCORDANCE WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CURRENT EDITION). COPIES ARE

AVAILABLE FROM THE OHIO DEPARTMENT OF TRANSPORTATION, OFFICE OF CONTRACTS, 1980 WEST BROAD STREET, COLUMBUS, OHIO 43216.

NOTE: ALL DEVICES SHALL COMPLY, FOR CONDITION AND LOCATION, WITH THE CURRENT EDITION OF THE NCHRP 350 CRASH TESTING GUIDELINES.

2. CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL TRAFFIC CONTROL IS IN PLACE AND APPROVED BY THE DEPARTMENT OF PUBLIC

SERVICE INSPECTOR. IF THE CONTRACTOR DOES NOT COMPLY WITH THE STANDARDS, INCLUDING THE INSTALLATION OF TEMPORARY PAVEMENT

MARKINGS AND THE REMOVAL OF CONFLICTING TRAFFIC CONTROLS, THEIR PERMIT SHALL BE REVOKED AND ALL WORK SHALL BE TERMINATED.

TEMPORARY PAVEMENT MARKINGS TO INCLUDE, BUT NOT LIMITED TO, CHANNELIZING LINES, EDGE LINES, AND CENTERLINES SHALL BE INSTALLED

AND MAINTAINED ON ALL CONSTRUCTION OPERATIONS LASTING A MINIMUM OF 14 CALENDAR DAYS OR AS DIRECTED BY THE TEMPORARY TRAFFIC

CONTROL COORDINATOR OR THE PROJECT ENGINEER.

3. THE CONTRACTOR SHALL GIVE ADVANCE NOTIFICATION (WRITTEN AND VERBALLY) TO THE TEMPORARY TRAFFIC CONTROL COORDINATOR AT

645-6269 OR 645-5845, THE COLUMBUS PAVING THE WAY PROGRAM COORDINATOR AT 645-7283 OR 645-6016, OR PAVINGTHEWAY@COLUMBUS.GOV

THE PROJECT ENGINEER, AND THE SENIOR SERVICE PLANNER OF COTA AT 614-308-4373 OR FAX 614-275-5933, INFORMING THEM OF ALL UPCOMING

MAINTENANCE OF TRAFFIC CHANGES ON A WEEKLY BASIS. NOTIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, WHAT, WHERE, WHEN, AND

HOW PEDESTRIAN AND VEHICULAR TRAFFIC WILL BE AFFECTED, AND THE TEMPORARY TRAFFIC CONTROL PROCEDURES THE CONTRACTOR IS

PLANNING TO USE. THE TYPE OF TRAFFIC CHANGE SHALL DETERMINE THE LENGTH OF ADVANCE NOTIFICATION REQUIRED:

TYPE OF CHANGE ADVANCE NOTIFICATION NEEDED

DETOURS/ROAD CLOSURES 30-DAY NOTIFICATION PRIOR TO CLOSURE.

LANE CLOSURES LASTING 2 WEEKS OR MORE 2-WEEKS

LANE CLOSURES OF LESS THAN 2 WEEKS 3-DAYS

LANE CLOSURES OF 2 DAYS OR LESS 1-DAY

THE COTA SENIOR SERVICE PLANNER SHALL BE CONTACTED 30 DAYS PRIOR TO ANY PLANNED CLOSURE ON ASSIGNED COTA ROUTES. ANY OTHER

UNFORESEEN IMPACTS TO TRAFFIC SHALL BE IMMEDIATELY REPORTED AS THEY OCCUR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND SAFE MOVEMENT OF PEDESTRIANS THROUGH, AROUND, OR DETOURED

AWAY FROM THE CONSTRUCTION SITE. TRAFFIC CONTROL FOR PEDESTRIAN MOVEMENT SHALL BE AS PER CITY OF COLUMBUS STANDARD

CONSTRUCTION DRAWINGS AND FIGURES 6H-28 (TA-28) AND 6H-29 (TA-29) OF PART VI OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES. WHEN NOT SHOWN ON A SIGNED PLAN, ALL SIDEWALK DIVERSIONS AND TEMPORARY MID-BLOCK CROSSINGS SHALL BE PRE-APPROVED

BY THE PROJECT ENGINEER OR THE TEMPORARY TRAFFIC CONTROL COORDINATOR. ACCESS FOR PEDESTRIAN AND VEHICULAR TRAFFIC TO ALL

ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.

5. MAINTAINING TRAFFIC DURING HOLIDAYS AND SPECIAL EVENTS

NO WORK SHALL BE PERFORMED AND ALL EXISTING LANES SHALL BE OPEN TO TRAFFIC DURING DESIGNATED HOLIDAYS OR SPECIAL EVENTS

INCLUDING THE OHIO STATE FOOTBALL HOME GAMES. THE PERIOD OF TIME THAT THE LANES ARE TO BE OPEN DEPENDS ON THE DAY OF THE

WEEK ON WHICH THE HOLIDAY OR EVENT FALLS. CONTACT THE CITY OF COLUMBUS TEMPORARY TRAFFIC CONTROL COORDINATOR, 645-5845 OR

CELL 614-332-7472 FOR EVENT DATES, LOCATIONS, AND SCHEDULE. HOLIDAYS WILL CONSIST OF CHRISTMAS, NEW YEARS, FOURTH OF

JULY-RED, WHITE AND BOOM FIREWORKS NIGHT (6:00AM-12MIDNIGHT), MEMORIAL DAY, LABOR DAY, AND THANKSGIVING.

6. THE CONTRACTOR SHALL MAINTAIN ALL PERMANENT TRAFFIC CONTROLS NOT IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROLS

THROUGHOUT THIS PROJECT. PERMANENT TRAFFIC CONTROLS MAY BE TEMPORARILY RELOCATED OR COVERED, AS APPROVED BY THE

ENGINEER. THE CONTRACTOR SHALL ASSUME ALL LIABILITY FOR MISSING, DAMAGED, OR IMPROPERLY PLACED SIGNS.

7. ANY WORK DONE BY THE DEPARTMENT OF PUBLIC SERVICE, INCLUDING INSTALLATION, RELOCATION, REMOVAL AND/OR REPLACEMENT OF

TEMPORARY TRAFFIC CONTROL DEVICES AS A RESULT OF WORK DONE BY THE CONTRACTOR OR AS A RESULT OF NEGLIGENCE OF THE

CONTRACTOR, SHALL BE AT THE CONTRACTORS' EXPENSE.

8. THE ROADWAY SHALL NOT BE OPENED TO NON-CONSTRUCTION TRAFFIC UNTIL THE CRITICAL PERMANENT TRAFFIC CONTROL IS IN PLACE, OR

UNTIL TEMPORARY TRAFFIC CONTROLS APPROVED BY THE ENGINEER, ARE INSTALLED. THE CRITICAL PERMANENT TRAFFIC CONTROLS ARE STOP,

YIELD, ONE WAY, DO NOT ENTER, RESTRICTED TURN SIGNS AND ALL STREET NAME SIGNS. OTHER CRITICAL SIGNS MAY BE NOTED ON THE PLANS

AS WELL. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE PREMATURE REMOVAL OF TEMPORARY TRAFFIC CONTROLS.

9. ALL COSTS THAT CONSIST OF MAINTAINING AND PROTECTING VEHICULAR AND PEDESTRIAN TRAFFIC ACCORDING TO THE LATEST EDITION OF THE

CITY OF COLUMBUS CONSTRUCTION AND MATERIAL SPECIFICATIONS, THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS (OMUTCD), AND PER THE REQUIREMENTS DESIGNATED IN THE PLAN INCLUDING ALL LAW ENFORCEMENT OFFICER (LEO) AND

FLAGGER HOURS SHALL BE INCLUDED IN THE LUMP SUM ITEM 614.

IN ADDITION TO THE REQUIREMENTS HEREIN, AND THE LATEST EDITION OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, A

UNIFORMED LAW ENFORCEMENT OFFICER (LEO) SHALL BE PROVIDED FOR CONTROLLING TRAFFIC UNDER THE FOLLOWING CONDITIONS:

IN ADDITION TO THE REQUIREMENTS HEREIN, AND THE LATEST EDITION OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, A

UNIFORMED LAW ENFORCEMENT OFFICER (LEO) SHALL BE PROVIDED FOR CONTROLLING TRAFFIC UNDER THE FOLLOWING CONDITIONS:

· WORK WITHIN A SIGNALIZED INTERSECTION, DEFINED AS THE AREA BOUNDED BY THE REAR X-WALK LINES

· WHEN FLAGGING WITHIN THE INTERSECTION OF TWO ARTERIAL ROADWAYS

· WHEN SPECIFIED IN THE MAINTENANCE OF TRAFFIC PLAN OR AS WHEN DIRECTED BY THE PROJECT ENGINEER

· WHEN SHIFTING TRAFFIC LEFT OF CENTER, THROUGH A SIGNALIZED INTERSECTION, WITHOUT SHIFTING SIGNAL HEADS

A FLAGGER SHALL BE UTILIZED TO ASSIST IN CONTROLLING TRAFFIC WHILE EQUIPMENT IS ENTERING OR EXITING AN INTERSECTION OR WORK

ZONE. THE CONTRACTOR MAY UTILIZE HIS OWN FLAGGER OR LEO UNDER PAY ITEM 614 MAINTAINING TRAFFIC, LUMP SUM.

FLAGGERS AND LEO'S SHALL BE EQUIPPED ACCORDING TO THE STANDARDS FOR FLAGGING TRAFFIC CONTAINED IN THE OMUTCD. FLAGGING

OPERATIONS PERFORMED BY LEO'S OR DESIGNATED FLAGGERS SHALL ONLY BE PERMITTED AS LONG AS ALL TRAFFIC CONTROL IS IN PLACE

ACCORDING TO FIGURE 6H-10 (TA-10) IN THE OHIO MANUAL. PATROL CARS SHALL NOT BE USED IN FLAGGING OPERATIONS.

IF THE CONTRACTOR WISHES TO UTILIZE LEO'S WITH OR WITHOUT PATROL CARS FOR TRAFFIC CONTROL OTHER THAN FOR THAT REQUIRED IN THE

PLANS, THEY MAY DO SO AT THEIR OWN EXPENSE. THE CONTRACTOR SHALL MAKE ARRANGEMENT THROUGH THE COLUMBUS POLICE DIVISION AT

(614) 645-4795.

LEO'S SHALL BE CONSIDERED TO BE EMPLOYED BY THE CONTRACTOR AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR ACTIONS.

ALTHOUGH EMPLOYED BY THE CONTRACTOR, THE CITY REPRESENTATIVE SHALL HAVE CONTROL OVER THEIR PLACEMENT. LEO'S SHALL NOT

HAVE THE AUTHORITY TO CHANGE, EDIT OR MODIFY ANY MAINTENANCE OF TRAFFIC SCHEME WITHOUT THE PERMISSION OF THE TEMPORARY

TRAFFIC CONTROL COORDINATOR OR PROJECT ENGINEER UNLESS AN EMERGENCY DEVELOPS.

IF A SAFETY HAZARD DEVELOPS, A LEO MAY BE ASSIGNED BY THE COLUMBUS SAFETY DIRECTOR OR THE PUBLIC SERVICE DIRECTOR AT THE

CONTRACTOR'S EXPENSE.

B. TEMPORARY TRAFFIC CONTROL

1. A TTC PLAN (TTCP) INCLUDING PEDESTRIAN CONTROL SHALL BE SUBMITTED TO THE TTC COORDINATOR AT 645-6269 OR 645-5845 AT THE

PRE-CONSTRUCTION MEETING OR A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO BEGINNING WORK. COPIES OF THE APPROVED TTCP SHALL

BE GIVEN TO THE PROJECT ENGINEER AND KEPT ON SITE ALONG WITH THE STREET CLOSURE/OCCUPANCY PERMIT.

2. TYPE C STEADY-BURN OR TYPE D 360-DEGREE STEADY-BURN WARNING LIGHTS SHALL BE REQUIRED ON ALL BARRICADES, DRUMS, AND SIMILAR

TRAFFIC CONTROL DEVICES IN USE AT NIGHT. ONLY 42” REFLECTORIZED CHANNELIZING DEVICES (CONES) SHALL BE PERMITTED FOR NIGHTTIME

WORK WITH THE APPROVAL OF THE TTC COORDINATOR AT 645-6269 OR 645-5845 PER O.D.O.T. STANDARDS.

3. ALL TRENCHES WITHIN THE ROAD RIGHT OF WAY SHALL BE BACKFILLED OR SECURELY PLATED PER (CITY OF COLUMBUS GENERAL POLICY ON

STEEL PLATE USAGE DATED 11/15/2006 AND 2013 STD. DWG. 1441) DURING NON-WORKING HOURS.

4. ALL EXISTING TRAFFIC LANES SHALL BE FULLY OPEN TO TRAFFIC AT ALL TIMES ON: _FIELDS AVENUE_

5. ALL TRAFFIC LANES SHALL BE FULLY OPEN TO TRAFFIC FROM 6:00A.M. TO 9:00 A.M. AND 4:00P.M. TO 6:00 P.M., OR 6:00 TO 9:00 A.M. AND 3:00 TO

6:00 P.M. IN THE COLUMBUS BUSINESS DISTRICT (CBD) PARKING AREA, MONDAY THROUGH FRIDAY ON FIELDS AVENUE_. _1_LANE(S) MAY BE

CLOSED TO TRAFFIC DURING WORKING HOURS.

6. TWO-WAY, TWO-LANE (ONE-LANE EACH DIRECTION) TRAFFIC SHALL BE MAINTAINED AT ALL TIMES BY USE OF EXISTING, PROPOSED, OR

TEMPORARY PAVEMENT PER FIGURE 6H-32 TYPICAL APPLICATION 32 (TA-32) OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

7. TWO-WAY, ONE-LANE TRAFFIC MAY BE MAINTAINED DURING CONSTRUCTION OPERATIONS ON _ FIELDS AVENUE__, PER FIGURE 6H-10 (TA-10) OF

THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

C. EXISTING PERMANENT TRAFFIC CONTROL

1. ANY WORK DONE BY THE DEPARTMENT OF PUBLIC SERVICE, INCLUDING INSTALLATION, RELOCATION, REMOVAL AND/OR REPLACEMENT OF

PERMANENT TRAFFIC CONTROL DEVICES AS A RESULT OF WORK DONE BY THE CONTRACTOR OR AS A RESULT OF NEGLIGENCE OF THE

CONTRACTOR, SHALL BE AT THE CONTRACTORS' EXPENSE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REINSTALLATION AND/OR REPLACEMENT OF ALL PERMANENT TRAFFIC CONTROL DEVICES

DAMAGED OR REMOVED DURING CONSTRUCTION. PERMANENT TRAFFIC CONTROL NO LONGER IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL

SHALL BE REPLACED IMMEDIATELY.

3. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT MARKINGS, INCLUDING RAISED PAVEMENT MARKERS (RPM) SHOWN IN CONFLICT, REMOVED

DUE TO CONSTRUCTION OR MAINTENANCE OF TRAFFIC SET UP, DESTROYED, OR RENDERED UNSERVICEABLE BY THE PROJECT ENGINEER OR THE

PUBLIC SERVICE PAVEMENT MARKING MANAGER. ALL PAVEMENT MARKING MATERIALS SHALL BE REPLACED IN-LIKE KIND IF NOT SHOWN IN THE

PLAN OR PERMIT INCLUDING RAISED PAVEMENT MARKERS. ALL PAVEMENT MARKINGS SHALL BE REPLACED IN FULL. NO PARTIAL LENGTH OR

SECTIONS OF PAVEMENT MARKINGS SHALL BE REPLACED WITHOUT REMOVING THE ENTIRE MARKING BY USE OF THE WATER BLAST METHOD.

REMOVAL BY ABRASIVE WHEEL GRINDING SHALL ONLY BE APPROVED BY THE PUBLIC SERVICE PAVEMENT MARKING MANAGER.

ESTIMATE OF QUANTITIES

DESCRIPTIONITEM QUANTITY UNIT

NON REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT, COC CLASS 1452 S.Y.

4" THICK CONCRETE WALK608 S.F.

187.25

945.54

8" THICK CONCRETE CURB RAMP, TYPE A608 S.F.24

DETECTABLE WARNING SURFACE608 S.F.24

SUBGRADE COMPACTION AND PROOF ROLLING204 S.Y.393.03

AGGREGATE BASE BELOW NON REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT304 S.Y.187.25

INLET FRAME AND GRATE REMOVAL (INLET BOX TO REMAIN)202 EACH1

PAVEMENT REMOVAL202 S.Y.103.01

CURB REMOVAL202 L.F.150.66

WALK REMOVAL202 S.Y.93.27

RECTANGULAR CAST IRON INLET FRAME AND GRATE (AA-S141)604 EACH1

Know what's below.before you dig.Call

R

0 20 40

FEETSCALE: 1"=20'31 DEMOLITION PLAN

3

1

1

SWP3 PAY ITEMS207 AS NEEDEDLUMP SUM

2

D. EXISTING PERMANENT TRAFFIC CONTROL

1. ALL PERMANENT PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS AS SHOWN ON THIS PLAN SHALL BE INSTALLED BY THE CONTRACTOR AT

THE PROJECTS EXPENSE. THE PROJECT ENGINEER SHALL BE NOTIFIED TO DIRECT APPROPRIATE PERSONNEL A MINIMUM OF FORTY-EIGHT (48)

HOURS (EXCLUDING SAT. & SUN.) PRIOR TO THE INSTALLATION OF PERMANENT MARKINGS TO INSPECT AND APPROVE THE PAVEMENT MARKING

LAYOUT PRIOR TO PLACING THE PERMANENT MARKINGS.

2. PERMANENT STRIPING OR CLASS I TEMPORARY STRIPING SHALL BE INSTALLED NO LATER THAN FOURTEEN (14) CALENDAR DAYS AFTER THE FINAL

PAVING COURSE IS COMPLETED. THE PAVING CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE STRIPING CONTRACTOR TO INSURE THE

PERMANENT STRIPING IS INSTALLED WITHIN THE FOURTEEN (14) CALENDAR DAY LIMIT.

E. CURB REPLACEMENT / INSTALLATION

WHEREVER CURB REPLACEMENT AND/OR INSTALLATION IS PROPOSED ALONG AN EXISTING ROADWAY OR PRIVATE DRIVE, THE ENGINEER IS

REQUIRED TO SPECIFY PAVEMENT REPLACEMENT PER ITEM 259. A MINIMUM 2' WIDE PAVEMENT REPLACEMENT IS REQUIRED EXCEPT WHERE

OTHERWISE DIRECTED BY THE CITY. THE ENGINEER SHALL SPECIFY THE ASSOCIATED LIMITS OF THE PAVEMENT REPLACEMENT ON THE PLANS IN

ALL CASES.

IF THE ENGINEER BELIEVES THAT IT MAY BE POSSIBLE TO REPLACE OR INSTALL THE PROPOSED CURB WITHOUT DAMAGE TO THE EXISTING

PAVEMENT, THE ENGINEER MAY LIST ITEM 259 AS A CONTINGENCY QUANTITY IN LIEU OF A BASE QUANTITY. PRIOR TO CONSTRUCTION, THE

CONTRACTOR AND CITY INSPECTOR SHALL EVALUATE THE EXISTING FIELD CONDITIONS. IF THE CONTRACTOR BELIEVES THAT THE WORK CAN BE

PERFORMED WITHOUT DAMAGE TO THE PAVEMENT, THE INSPECTOR MAY, AT HIS OR HER DISCRETION, ALLOW THE WORK TO PROCEED WITHOUT

PAVEMENT REPLACEMENT. THE CITY INSPECTOR WILL ALSO PERFORM A POST-INSTALLATION INSPECTION. ANY DAMAGE TO THE PAVEMENT

RESULTING FROM THE CONTRACTOR'S OPERATIONS WILL NECESSITATE THE PAVEMENT REPLACEMENT AT THE INSPECTOR'S DIRECTION.

THE ENGINEER SHALL ALSO SHOW AND LIST ANY OTHER REQUIRED QUANTITIES ASSOCIATED WITH THE PAVEMENT REPLACEMENT WORK (I.E.

PAVEMENT PLANING, ASPHALT OVERLAY, TACK COAT, REPLACEMENT STRIPING, REMOVAL AND REPLACEMENT OF RAISED PAVEMENT MARKERS,

ETC.) IN ALL CASES. SUCH ASSOCIATED ITEMS MAY ALSO BE LISTED AS CONTINGENCY QUANTITIES IN LIEU OF BASE QUANTITIES BASED ON THE

ANTICIPATED NEED FOR PAVEMENT REPLACEMENT.

DEMOLITION NOTES

1. THE CONTRACTOR WILL MAINTAIN EXISTING SERVICES THROUGHOUT CONSTRUCTION.

2. CONTRACTOR WILL CONFIRM THE LOCATION, SIZE AND DEPTH OF ALL UTILITIES.

3. ANY ADDITIONAL CONCRETE SIDEWALKS AND CONCRETE CURBS DAMAGED OUTSIDE OF THE

LIMITS OF WORK AS A RESULT OF THE CONTRACTORS WORK SHALL BE REPAIRED AT THE

CONTRACTORS EXPENSE.

4. ADJUST EXISTING UTILITY LIDS, GRATE COVERS AT GROUND LEVEL TO PROPOSED GRADE.

5. PROTECT AND SUPPORT EXISTING UTILITIES WITHIN AND ADJACENT TO THE EXCAVATION

AREAS AND ADJACENT TO LIMIT OF CONSTRUCTION.

6. THE CONTRACTOR WILL REMOVE FOUNDATIONS, SUBBASE, AND SUBGRADE MATERIALS AS

REQUIRED FOR PROPOSED CONSTRUCTION.

7. DISPOSE OF ALL DEBRIS OFF-SITE AT A LEGAL DISPOSAL FACILITY.

DEMOLITION LEGEND:

REMOVE EXISTING CONCRETE PAVING

REMOVE EXISTING CURB

REMOVE EXISTING DECIDUOUS TREE

REMOVE EXISTING CONCRETE SIDEWALK

DEMOLITION CODED NOTES:

1

2

REMOVE EXISTING CURB

SAWCUT EXISTING CURB TO STRAIGHT LINE,

REMOVE CURB, GUTTER TO REMAIN

3 SAWCUT EXISTING PAVEMENT TO STRAIGHT LINE

TREE REMOVAL202 EACH3

CURB, STRAIGHT 18"609 L.F.160.95

ESTIMATE OF CONTINGENCY ITEMS

STA. 3+95.00

LIMIT OF PAVEMENT REMOVAL

STA. 6+15.38

LIMIT OF CURB REMOVAL

STA. 6+23.47

LIMIT OF SIDEWALK REMOVAL

2

EXISTING

RIGHT OF WAY

EXISTING

RIGHT OF WAY

EX

. 5

0'

RIG

HT

O

F W

AY

CURB, STRAIGHT 18", DEPRESSED609 L.F.102.35

RUMPKE & RUMPKE LLC

PID: 010-026581

12.89 AC

1191 FIELDS AVE

COTA

PID: 010-035687

12.03 AC

1325 ESSEX AVE

COTA

PID: 010-037757

10.82 AC

1333 FIELDS AVE

BASE LINE OF CONSTRUCTION

STA. 4+61.26

LIMIT OF CURB REMOVAL,

GUTTER TO REMAIN

STA. 5+38.27

LIMIT OF CURB REMOVAL,

GUTTER TO REMAIN

ASPHALT CONCRETE SURFACE COURSE, TYTPE 1, (448) PG70-22M441 C.Y.

TACK COAT407 GAL.

PAVEMENT PLANING, ASPHALT CONCRETE254 S.Y.

PERMANENT PAVEMENT259 C.Y.

CENTER LINE644 L.F.

DESCRIPTIONITEM QUANTITY UNIT

STUMP REMOVAL202 EACH3

MAINTAINING TRAFFIC614 L.S.

SEEDING AND MULCHING, CLASS1659 S.Y.

05/24/19 / REBID ADD#2

06/24/19 / CONFORMED SET